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HomeMy WebLinkAbout04-31P_THE MAY DEPARTMENT STORES COMPANY TRAILER STORAGE YARD_NUTMEG ROAD AND GOVERNORS HIGHWAYTHE MAY DEPARTMENT STORES COMP NUTMEG ROAD AND GOVERNOR'S HIGHWAY* SOUTHWINDSOR CONNECTICUT =ANAL PEAKS TOWN OF SOUTH WINDSOR AUTHORIZED SIGNATURE �—�y1 ' DATE: SOUTH WINDSOR P'..t°�NMING DEPT. TRAILER STORAGE YARD APRIL 14, 2004 REVISED: 6/2/04 4 A N A� A RpgD GOveRN�R� � � PROJECT O o oQ� wqy R A J � J � MqS� O z CpD y C o S � A�F<<I TE R ,p ✓U�jy R 1�' Q p � A � z Z Roq W LOCATION MAP SCALE: 1 "=1000' FUSS & O'NEILL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com SHEET No. TITLE GI.0.1 COVER SHEET REVISED DATE 6/02/04 GI.0.2 KEY MAP 5/07/04 V.0.1 BOUNDARY SURVEY V.0.2 TOPOGRAPHIC SURVEY C.l.l DEMOLITION PLAN 6/02/04 C.1.2 LAYOUT PLAN 5/14/04 C.1.3 GRADING AND UTILITY PLAN 6/02/04 C.1.4 LIGHTING PLAN (BY OTHERS) COOPER LIGHTING C.1.5 LANDSCAPING PLAN 5/04/04 6/03/04 C.1.6 EROSION CONTROL PLAN 6/02/04 C.5.1 DETAILS C.5.2 DETAILS 6/02/04 C.5.3 DETAILS C.5.4 DETAILS NO CERTIFICATION IS EXPRESSED OR IMPLIED UNLESS THIS PLAN BEARS THE LIVE SIGNA%TURE AND SEAL OF THE UNDERSIGNED. JAY J. GILES,P.E. LICENSE NO. 8939 PROJ. No.. 2001 144 S50 DATE: MAY 5, 2004 G1.0-1 fRl Y 0 0 N rm F- U W co PROJ. MANAGER: TMP SEAL SEAL *.� �; �t �•`" l 'r , ���'.�• � a'�„<� � ;, * ro�7 f < ��p�ws�� �, ��00 to TO MY KNOWLEDGE AND BELIEF, THESE MAPS ARE SUBSTANTIALLY CORRECT AS NOTED HEREON. a_� -t. z L -c. 12327 SCALE: FUSS & OWEML, INC. co resulting Engineers 'MMO146 HARTFORD ROAD, 60.66E2469 CONNECTICUT 06040 www.FandO.com THE MAY DEPARTMENT STORES COMPANY KEY MAP NUTMEG ROAD & GOVERNOR'S HIGHWAY SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: 1" = 200' REVIEWED BY: DATE VERT.: DATUM: HORZ.:0 VERT.: 1. 5/7/04 TOWN COMMENTS TMP 200 100 0 200 No. DATE DESCRIPTION BY REVISIONS LAWRENCE R. GEISSLER, JR. LICENSE No. GRAPHIC SCALE PROJ. No.: 1989 359.S50 DATE: 04/15/04 G1.0.2 N/F CONNECTICUT SOUTHERN RAILROAD O M Z❑ O 06 LL 60 U w N/F BEVERLY R. LEONARD SAFFIR ' IR I C NDERGROUND UTILITY NOT CMNDISL N NUTMEG ACQUISITION CORPORATION N/F MAY DEPARTMENT Sl N/F NUTMEG ACQUISITION CORPORATION THE UNDERGROUND U77LIT/ES DEPICTED HEREON ARE AS DEP/CTED ON MAP REFERENCE //3 & #7. FUSS & 0WEILL INC. MAKES NO GUARANTEE THAT THE UNDERGROUND U7LITIES DEPICTED COMPRISE ALL SUCH U77LI77ES /N THE AREA, EITHER /N SERVICE OR ABANDONED. FUSS & 0%VEIZL INC. FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES DEPICTED ARE /N THE EXACT LOCATION INDICATED. U77LITIES DEP107FO HEREON ARE DEPICTED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. FUSS & OWEILL INC. HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UT/L/TIES 4 r^DRA E f DETENTION 6A W a q' I Ad i I I I I I ;11111111lu I� N 20' INACC EASEMENT II 129 PG. 795 II }} II KEY MAP — N. T. S. OE-TEN77ON 29A3IN } N/F SWDC INVESTMENT COMPANY EJOST. Pum IQV SLIIKW � J,'iSrPEF' 10' a&P EASEMEN VOL. 13B PG 224 A// /Tarr. Pt)An N/F ROBERT L. HOFFMAN II II II II Il II I II I JAMES RN/SYLVESTER II I� I I I 11 11So W LEGEND pS SAN/TAR Y MANHOLE 0wG WATER VALVE Q) STORM MANHOLE �. FIRE HYDRANT Q ELECTRIC MANHOLE UTILITY POLE TO TELEPHONE MANHOLE GUY WIRE CA TCH BASIN 0 BOLLARD ®❑ FLA T TOP CA TCHBA SIN -a- SIGN ® FLARED END 0GG GAS GATE 0 EXIS77NG IRON PIPE/ROD DECIDUOUS TREE El EXIS77NG MONUMENT ��� FLOOD LIGHT LIGHT w w w G G G T T T E E E PROPERTY LINE EASEMENT LINE CURB TREEL/NE CHAIN LINK FENCE STORM DRAINAGE PIPE SANITARY SEWER PIPE WA TER MAIN UNDERGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC RAILROAD TRACK MAP REFERENCE. 1. AL TA/ACSM LAND 77TLE SURVEY PREPARED FOR THE MA Y DEPARTMENT STORES COMPANY 319 NUTMEG ROAD SOUTH, SOUTH WINDSOR, CONNEC77CLIT DATE 10112195 SCALE. 1 "=40' PREPARED BY FUSS & O'NE/LL, INC. 2. AL TA/ACSM LAND 77TLE SURVEY PREPARED FOR THE MA Y DEPARTMENT STORES COMPANY GOVERNORS H/GHWA Y SOUTH WINDSOR, CONNECT/CUT DA TE 7124195 SCALE.• 1 "-40' PREPARED BY FUSS & 0 NE/LL, INC. J. ALTA/AO-W LAND T17LE SURVEY PREPARED FOR SWDC INVESTMENT COMPANY 345 NUTMEG ROAD SOU1N, SOUTH WNDSOR, CONNEC77CUT DATE 8115195 SCALE. 1 "= 40' PREPARED BY FUSS & O'NE/LL, INC. 4. AL TA/ACSM LAND TITLE SURVEY PREPARED FOR THE MAY DEPARTMENT STORES COMPANY 201-205 NUTMEG ROAD SOUTH, SOU77-I WNDSOR, CONNEC77CUT DATE 512196 SCALE.• 1--40' PREPARED SY FUSS & O'NE/LL, INC. 5. ALTA/ACSM LAND 7777-E SURVEY PREPARED FOR THE MAY DEPARTMENT STORES COMPANY 185 NUTMEG ROAD, SOUTH WINDSOR, CONNEC77CUT DATE 911910J SCALE • 1 "=40' PREPARED BY FUSS & O'NEILL, INC. 6. PARKCEN77ZE RESUBD/VISION PLAN PROPERTY OF A.I. SAWN, HAR7FORD JEWISH FEDERATION & SAV7N BROTHERS INC. SOUTH WINDSOR, CONNEC77CUT SCALE 1 "=100' DA TE.• 1124186 SHEET 2 OF 5 PREPARED BY PALMBERG & RUSSO 7. SITE PLAN FILENE'S D/S7R/BU77ON CENTER 307 GOVENOR'S HIGHWAY SOUTH WINDSOR, CONNECTICUT PROPERTY OF THE MAY DEPARTMENT STORES COMPANY 611 OLIVE STREET SUITE 1350 ST. LOUIS, MO. 63101 SCALE 1"=40' DATE 10-18-01 BY J.R. RUSSO & ASSOC/A TES SURVEY NOTES,• 1. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULA77ONS OF CONNEC77CUT STA7F AGENCIES SECTIONS 20-300b-1 THROUGH 2O-300b-20 AND THE 'STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNECT/CU7°' AS PREPARED AND ADOPTED BY THE CONNECT/CUT ASSOC/A7701V OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. 7NE TYPE OF SURVEY PERFORMED /S A BOUNDARY SURVEY, AND IT'S /NIENDEO PURPOSE IS TO COMBINE FOUR PARCELS OF LAND OWNED BY THE MAY DEPARTMENT STORES COMPANY INTO ONE SINGLE PARCEL AND SHOW THE POSITION OF THAT BOUNDARY WITH RESPECT TO ALL MONUMENTAT/ON FOUND, STRUCTURES, VISIBLE UTIL17ES AND ROAD WA M BOUNDARY DETERM/NA TION IS BASED ON A DEPENDENT RESURVEY. THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 2. PLANEMETRIC FEATURES DEPICTED HEREON WERE OBTAINED FROM MAP REFERENCES 1, 3, & 7. PROJ. MANAGER: DAC SEAL SEAL SCALE: CHIEF DESIGNER: KMS HORZ.: 1" = 80' REVIEWED BY: DATE �< a TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY VERT.: BOUNDARY SURVEY NX CORRECT AS NOTED HEREON. DATUM: PREPARED FOR HORz.: FUSS & O NEILL INC. Consulting Engineers NGV27D29 93 19DoVERT: NGV146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 THE MAY DEPARTMENT STORES COMPANY 860.646.2469 �L 80 40 0 80 No. DATE DESCRIPTION BY %.< ,�t°oe- LAWRENCE R. GEISSLER, JR. L. e . #12327 NUTMEG ROAD & GOVERNOR'S HIGHWAY 5 5 . . GRAPHIC SCALE www.FandO.com SOUTH WINDSOR, CONNECTICUT PROJ. No.. 89359.A41 DATE: 315/04 V.0. 1 so W U N /F SWDC INVESTMENT COMPANY § I I § I �I I S X 96.34 \ X 96.65 v X 96.07 ( J 1 I X 96.34 4 X 98.77 1 NUTMEG ROAD - II Il I I II 11 3 I I I I I I If II II w w w w -6- w N /F THE MAY DEPARTMENT STORES CO. 301 GO V/ENORS HIGH WA Y w w Il I1 li Il li II I I II II C� } Z DE TEN TION BA SIN J STORM DRAINAGE EASEr, DETENTION BASIN 1) ? MENT �: i IN FA FOR OF THE TOWN OF SOUTH WINDSOR X 96.47 X 97.68 CLCB 9j \� X 97.80 � / � � J � NV 91.98-15"OUT 15"RCF`,. - __ J5"RCP � r/ 15 RCP t-► �V=91.98-f5"IN CI=- - - - -mac INV==92.24 CLCB CLCB=-=--_-_��- -y.- �, �' 96.6j3� TF=96.01 / +p\Q// TF=96.00 " , /NV=92.53 " /NV 93.11-15"OU INV==92.80-15 OUT \ \ ( / 1NL49368-15 OUT ` \ \ _/lVV 93.11-15"/N` INV==92.75-15"IN 1 INV=92 80-8 /N w N /F ROBERT L. HOFFMAN II 11 II II II 11 11 ii N/FI MAY DEPARTMENT STORES j \ � ----- -`" -- r 319 NU TME�G ROAD 345 NUTMEG ROAD I I I I N/F I I JAMES R. SYLVESTER I I X 98.25 \ / f X 97.37STYH TFM9682 I 1111 I I I CB INV==93.32-30 "OUT I I I I I �~\CB CB TF 6.12 I INV==93.32-30'%N I I I I 0 TF=96.64 TF=96,�4 /NV=94.`Q9-lN INV�93.37-IN /NV=9337--OUT I INV=93.72-15'lV IN 93.42-15"S I I I I INV=94.54 Ea -_ - /NV =4 04-OUT 150RCPtC _ggiml rF=9722 I INV=95.02-OUT I I wu TF=100.52 'O 52- rt I 1 G I I TF= 97.77 IIII lNV=93.27- T s G W i w LEGEND (S SAN/TARP MANHOLE -- -- -- PROPERTY LINE OD STORM MANHOLE TREELINE 0"G WATER VALVE o 0 0 CHAIN LINK FENCE SURVEY NOTES O F/RE HYDRANT I. THIS MAP HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECr/CUT STATE AGENCIES (11 STORM DRAINAGE PIPE SECTIONS 20-300b-1 THROUGH 2O-3006-20 AND THE "STANDARDS FOR SURVEYS AND MAPS /N THE �•J -F�Fl- CATCH BASIN STATE OF CONNE077CUT" AS PREPARED AND ADOPTED BY THE CONNEC77CUT ASSOC/A77ON OF LAND -- SANITARY SEWER PIPE SURVEYORS, INC. ON SEPTEMBER 26, 1996, 0 FLAT TOP CA rcHBAsiN MAP REFERENCE THE TYPE OF SURVEY PERFORMED /S A TOPOGRAPHIC SURVEY, AND /S INTENDED TO DEPICT V/-'-,IBLE ® FLARED END w w w WATER MA/N "BOUNDARY SURVEY PREPARED FOR THE MAY DEPARTMENT STORES COMPANY NUTMEG ROAD U77LI77ES AND POST DEMOLITION CONTOURS. THE CURRENT SITE FEATURES INCLUDE A BUILDING, PAVED & GOVENOR'S HIGHWAY SOUTH W/NDSOR, CONNEC77CUT" SCALE 1"=80' DATE 3/5104 BY FUSS & OWEILL, INC. PARKING AND DRIVEWAYS AND HAVE BEEN OMITTED TO DEPICT POST DEMOLITION CONDIRONS. 0GG GAS GATE _ c c c UNDERGROUND GAS NO BOUNDARY DE7FRM/NA 77ON IS MADE OR IMPLIED. THIS PLAN CONFORMS TO HORIZONTAL ACCURACY CLASS D, AND VERTICAL ACCURACY CLASS T-2. PROJ. MANAGER: DAC SEAL �Sy , SCALE: TOPOGRAPHIC SURVEY CHIEF DESIGNER: KMS HORZ.: 1" = 40' �yc y,y`'++roc., N * % -' } ;. %5. r2327 , �°`., �,< TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NO HEREON. +1. Lt• rio FUSS & O'NEILL INC. Consulting Engineers O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 PREPARED FOR THE MAY DEPARTMENT STORES COMPANY PERT REVIEWED BY: DATE DATUM: HORZ.: NAD27 FNo.DATE VERT.. NGVD29 �'Y gL'ftjtF4 LAWRENCE R. GEISSLER, JR. L. . 2327 40 20 0 40 ' NUTMEG ROAD & GOVERNORS HIGHWAY DESCRIPTION BY GRAPHIC SCALE www.FandO.com SOUTH WINDSOR, CONNECTICUT REVISIONS PROJ. No.: 89359.V50 DATE: 4/6/04 V.0.2 m U 0 w 0 Q W 0) Y s y --of l X 96.65 X .46, 07 1 I X 96-34 �i 1 ' r� X 98.77 � i lv lTVcG Rk()A_)D !! x r? N/F �. If THE MAY DEPARTMENT STORE.: CO. I! EXISTING BUILDING !1 i! if ,.ter_ ._._ .._. _,,.........�---- �-.....�.•- --., � a, - .,.._.._.._-_.._�. ._._.._.� .._.......... '____.,� �_ ..._......_ - - - ._.....,._ ___.___. - - - / % ,e"`r � .yr..rrr�•r w,,��'+�"71►.-- '` - --- � �� �.�.�s.rr��rr�.rw�...r___•!^r�.��r......�"�.illwiAY..w� ...._... '�"�•�w _...... ��+..�.+�� w w.srw....�oo. � �-�. �..,.�w-r�rr` ....__ .._.- ...,.... ._...... �---^ _._......_.........._ �! " �' �' `� "C,.. � Il REMO LSECTION OF FENCE f ABANDON � ATCH BASINS j SEE S PLAN FOR LIMITS RECLAIM ASPHALT CATCH BASIN TO REMAIN STORM PIPE TO REMAIN, PIPE WILL BE RELAID TO t ! -� - ELIMINATE REVERSE SLOPE SEE GRADING AND UTILITY PLAN + I {LEI AlI� SPHALT •':�''.y.F'���•:' �' f 1 s I` t f � l � t 1 X 97 15 Rc \ --�- v,%1' RL�F"' ; : .. --�- ' 9�., 8�'?• '%N % p �/ INV=92.24 i RECLAIM ',�SI?HtXl:l:'• '�,r'• .:� ' ABANDON,'•ST4M'.WI �'. p,1ANOON'.TORliI:P '•'.:';' '.':';',' : ', ,:'': ,',"`;. r ''A'',' •'�+�''''r:'. i� c., h I I �) C3 X n 1 REMOVE TREE N /F I # MAY DEPARTMENT STORES ~ i '•�'• f l b RECLAIM ASPHALT '•' f EMOVE' EE ` LA 3?v ,�jt J;;//, l '•.:' i{}l i IN � • ,-,. EXISTING BUILDING ! ! #� I97.71 J45 NUTMEG ROAD 1 J I ! x 25 DEMOLISH BUILDING I r iMN ! -CATCH BASIN AND STORM PIPE I =96. .. CATCH BASIN. AND` STORM PIPE 1 TO REMAIN CB V=9j. © If� TO REMAIN u - I I f � 'C1� � '• ' '• � t/ 93' 3.Z ,iC1 N :> '.' 1h(1✓ 9.3:37:' V=93 72-15'N Z I •ji..:,�•..J�.'. .i�f�.�..•T�'/l���. ,,�• '•�:'.' .i -••;, .1�,.`,;;,�..':••�•�;�_,,�+.'�. �;•�c.:�:.. .,;�'�,�':._, .' '..•ems'• •l.N.l% 8i#.' .C?�,!r•�''TR� ,-:-4•...� a� ,� � i 1 00 d!r'CP �fl BlT PA DEMENTzzz! 1 r,�=00,52 PROTECT LANDSCAPING �V-9, 27 r _---LIMITS- (IYP;� ___ _ - � _ _� __r _ sr CUT AND CAP SANITARY li (COORDINATE WITH LOCAL UTILITY COMPANY) _. CUT AND CRP GAS SEE -GENERAL NOTES""""."". E �'".""""".""."'" '"" aL)L(t-00RDINA-TE-A%TH--L06GL�L-Fes•-G4MP a G G -- ---�- _-------- ~~-~ ----- G SEE -GENERAL -NOTES-- CATCH BASIN PROTECT TREE TO REMAIN REMOVE SIGN —J `— (COORDINATE WITH LOCAL UTILITY COMPANY) EE GENERAL NOTES APPLICANT: THE MAY DEPARTMENT STORES CO. 611 OLIVE STREET SUITE 1300 ST. LOUIS, MD 63101 1-314-342-4483 CONTACT: MICHAEL BOHM GENERAL NOTES 1. ALL EXISTING WATER SERVICES TO BE ABANDONED AT WATER MAIN. 2. ALL EXISTING SEWER LATERALS TO BE ABANDONED ARE TO BE CAPPED AT STREETLINE. 3. RECLAIM ALL EXISTING BITUMINOUS CONCRETE PAVEMENT. 4. COORDINATE WITH LOCAL UTILITY COMPANIES FOR INDIVIDUAL SHUT OFF REQUIREMENTS OF, WATER, ELECTRIC, SEWER AND TELEPHONE. THE CONTRACTOR WILL COORDINATE THE WORK WITH THE RESPECTIVE UTILITY PRIOR TO THE START OF CONSTRUCTION. 5. THE CONTRACTOR SHALL CLEAR ALL PLANTINGS, LANDSCAPING AND TREES WITHIN THE LIMITS OF WORK UNLESS OTHERWISE INDICATED ON THIS PLAN OR IDENTIFIED BY THE OWNER. 6. THE CONTRACTOR SHALL REMOVE ALL ABANDONED CATCH BASINS AND STORM PIPES. UNDERGROUND UTILITY NOTE: THE UNDERGROUND UTILITIES DEPICTED HEREON ARE AS DEPICTED ON ORIGINAL MAP REFERENCED ABOVE. FUSS & O'NEILL INC. MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES DEPICTED COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. FUSS & O'NEILL INC. FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES DEPICTED ARE IN THE EXACT LOCATION INDICATED. UTILITIES DEPICTED HEREON ARE DEPICTED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. FUSS & O'NEILL INC. HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. Call Toll Free In Conn. 1-800-922-4455 CALL -BEFORE -YOU -DIG THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFIYING "CALL BEFORE YOU DIG" AT 1-800-922-4455 TO ARRANGE FOR MARKING OUT EXISTING UNDERGROUND UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION. PROJ. MANAGER: SEAL SEAL SCALE: FUSS & O'NEILL INC. Consulting Engineers ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 O 860.646.2469 www.FandO.Com THE MAY DEPARTMENT STORES COMPANY DEMOLITION PLAN NUTMEG ROAD & GOVERNOR'S HIGHWAY SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: 1" =40' REVIEWED BY: DATE VERT.: DATUM: HORZ.: VERT.: 1 . 612/04 ADDENDUM # 3 KES 40 20 0 40 GRAPHIC SCALE No. DATE DESCRIPTION BY REVISIONS PROJ. No.: 1989 359.S50 __] DATE: 04-30-04 C.1.1 m U W 7' CHAIN LINK FENCE ,., i rol^nroo NU TMEG r.vv RELOCATED LIGHT POLE AND FIXTURE RELOCATE GATE SEE DETAIL RELOCATED SECURITY CAMERA POST WITH LIGHT ROAD SAW CUT PAVEMENT MATCH EXISTING BIT. CURB N/F DEPARTMENT STORES MATCH EXISTING BIT. CURB 7' CHAIN LINK FENCE W / RIGGERS (SEE DETAIL) LIMITS OF DETENTION BASIN RESTORATION (TYP.) 1 DETENTION BASIN CHANNEL W I= t %wn. u���flut�z `�%rrzc%dc ��� 164o SULl}'lAN AVEIWE-BDUTH N'IPOSOR, CT 06074 Q TE1EPf ONE (86,% r412511 IUKKIlt t" MAIL June7,2004 Mr. Todd Pemry Fuss &O'Neill 146 Hartford Road Manrhswe CT 06040 Re: Appl #M31P, The May Department Store: Company Dear Mr. Penny: We arcplcascd to advise you that the Planning dt T,oning Commission volod on May 25.200410 approve with modifications the above refereneod application bur a Site Plan of Development. This approval is for site plaa modification to create a trailer storage yard, on property located on Are southerly side o£Govcrrtor's Highway, westerly of Nutmeg Road South, I zone as shown on plaits prepared by truss & O'Neill, Inc., Job No, 2001 144 S50, dated May 24, 2004 as revised. This approval is subject to the following modifications: I. Prim tocommcamum'.ofany simwork, ameeting maw tbehcldwith, Town StafE 2. No building permit wilt he issued until the final mylara have been filed in the Town Clerk'a office. 3. Thy application it subject toIheconditions ot' approval ofthclrland Wetlands AgancyiCanservation Corm fission, including bond In the amotmt of $5,000, 4. Anubuikplan{trogWmdpriortoissuanceofaCeAffleateofoccupaneyperSc4im ,1,11vfthcZoong Regulations, 5, Foodegdraimsare required ifthe building his ahasemet0. 6. A1:mdsoupcbond inthoamount of$10,00(1.00ierequired " must besubmitted prior toli}ingurmy'lim, 7. All plum uscd in duo field by the developer nest boar the stamp and a,aMmi?4d sigmturo ofthc Town of South Windsor. S. This approval dues nut institute approval of tho sanitary sewer. which can only be grunted by the Water Polution Control Authority. 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CT 06074 TELEPHONE (860) 6"2511 May 27, 2004 Certified t/70001670000775519928 The May Department Stores Company Atta: Michael Bohm 611 Oliver Street St. Louis, MO 63101-1799 RE: Appl. N04-31P—Tbe May Department Stores Dear Mr. Bohm: At the May 19, 2004 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application 904-31P — May Department Stores —Nutmeg Road South — IWA/Conservation Commission application fox the expansion of a trailer storage area, alteration of an existing stormwater structure, and associated improvements on 37.3 acres, on property located westerly of Nutmeg Road South and southerly of Governors highway. I— Industrial zone. This approval is subject to die following conditions: 1. One blueprint copy of the entire set of plain and this letter reproduced thereon, must be submitted to this Commission This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless, the Town of South Windsor against arty liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on May 19, 2009. [t is the laodowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be ideatifiod on the plans. 9. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued (per CGS §14-311). 10. The building street number must be included on the final plan. 11. Pavement markings must he maintained in good condition throughout the site drives and parking areas. 12. Engineering comments dated 5/19/04 must be addressed to the Town engineers satisfaction. 13. Troes/plantings at the Nutmeg Road entrance must be located back from the street line to ensure that no site line problems are created. 14. Additional landscaping must be added to the Governor's Highway atitrance to supplement the screening of the truck traileer 15. Truck/trailer parking must be located as shown on the approved site plan. Black and white transparent mylars of Sheet #V.0.1 and CJ,2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission as well as the Inland Wetlands Agency/Conservation Commission must be reproduced on the mylars. After the mylars have been signed by the Commission, they will be return xl to you for filing in the Office of the Town Clerk After filing these plans, a copy of the receipt must be submitted to the Planning Department Sincerely, u�} ^iJ , lrjlrt��tl�rt Timothy H. Wentzell, Chairman Planning and Zoning Commission THW/kak cc: Town Engineer Cbief Building Official Assessor Superintendent of Pollution Control Fire Marshal May Department Stores May 27, 2004 Page 2 6. The perimeter of the detention basin and around the berm should be enhanced with plantings. 7. Ensure that there is a zero percent increase in waterflow. This is subject to the Town Engineer's approval. 8. Provide a management plan for the invasive species, to be effective for three years. 9. Maintain and clean the catch basins bi-annually. 10. We recommend a bond in the amount of $5,110o be submitted to the Planning & Zoning Commission to ensure compliance with the erosion and sediment control measures. Very truly yours, 124LAND WETLANDS AGENCY/ CONSERVATION COMMISSION �tt �/ EgE'A Warrct,Chauperson EW:dr cc: Chief BuildingOffrcial Fuss & O'Neill, Inc. APPLICANT: THE MAY DEPARTMENT STORES CO. 611 OLIVE STREET SUITE 1300 ST. LOUIS, MD 63101 1-314-342-4483 CONTACT: MICHAEL BOHM PROJ. MANAGER: SEAL SEAL SCALE: t � FUSS & O NEILL INC. Consulting Engineers O 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com THE MAY DEPARTMENT STORES COMPANY LAYOUT PLAN t NUTMEG ROAD & GOVERNORS HIGHWAY SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: 1" = 40' REVIEWED BY: DATE VERT.: DATUM: FNo.DATE HORZ.: VERT.: 4/04 TOWN COMMENTS TMP 40 20 0 40 GRAPHIC SCALE DESCRIPTION BY REVISIONS PROJ. No.: 1989 359.S50 DATE: 04-14-04 C.1.2 0 cli N U X. LL a 'a Q M 04 c� Z 3 rn Lo M c`u >. E m c 'c d U) 0) rn cc*i 0) d 0 0 I W Q) 2 NU TMEG ,?oAo NOTES: 1. THE PROJECT SITE IS NOT LOCATED IN 100-FLOODPLAIN PER FEMA FLOOD INSURANCE RATE MAP, COMMUNITY -PANEL NUMBER 090036 0005 D. MAP REVISED: FEBRUARY 23, 2001. i 1 N /F THE MAY DEPARTMENT STORES CO. If Ii f REPLACE EXISITING CB TOP WITH TYPE "C-L" \ p i MATCH T.F. ELEVATION II `RELOCATE FIRE HYDRANT-16' (MAX.) �I PROVIDE 6" O.I. EXTENSION SCALE: HORZ.: 1" = 40' VERT.: DATUM: HORZ.: VERT.: 40 20 0 40 GRAPHIC SCALE RELAY STORM PIPE x 92.15 z"o.- � FUSS & ONEILL INC. Consulting Engineers 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com MODIFY LOW -FLOW INLETS AT OUTLET STRUCTURE (SEE DETAIL) APPLICANT: THE MAY DEPARTMENT STORES CO. 611 OLIVE STREET SUITE 1300 ST. LOUIS, MD 63101 1-314-342-4483 CONTACT: MICHAEL BOHM THE MAY DEPARTMENT STORES COMPANY GRADING AND UTILITY PLAN NUTMEG ROAD & GOVERNOR'S HIGHM TAY SOUTH WINDSOR CONNECTICUT 1989 359.S50 4-04 .1.3 r T r Cd U X u_ 0 o. a cd T V N O co LO C9 J a) 3 S Cl) M co L E W Li 161^ 'Y'^/ V! c4 CD co 6 co d 0 m U N /F THE MAY DEPARTMENT STORES CO. CONDUIT RUN FOR SITE LIGHTING. b.o %.o `b.o .—`ba �.i -`"3:, $.z — %.2 Ss JED SECURITY EQUIPMENT AND LIGHTING. SEE DETAIL L= Z.o �.o 2" PVC CONDUIT FOR SITE LIGHTING. LIGHT FIXTURE (TYP.) ?MEG ROAD OS - NU Luminaire Schedule Project: All Pro jects Symbol I Qty Label Arrangement 14 A SINGLE Numeric Summary Project: All Projects Label Avg Max Min Avg/Min Lumens LLF Description Property Line 10.75 4.6 0.0 0,00 110000 10.750 1 GSM—AM-1000—MH-480—FT—SG—BR—FF—R—OA1027 GRADE 13.82 36.0 1.0 3.82 SCALE: PROD. MANAGER: SEAL SEAL HORZ.. 1" = 40' CHIEF DESIGNER: VERT.: REVIEWED BY: DATE DATUM: HORZ.: VERT.: 40 20 0 40 1. 05/04/04 REMOVE MIDDLE FIXTURES TMP No. DATE DESCRIPTION BY GRAPHIC SCALE REVISIONS Max/Min 0.00 36.00 tion ..rr FUSS & O'NEILL INC. Consulting Engineers C 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 J 860.646.2469 www.FandO.com NOTE: 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND TERMINATE THE POWER CONDUCTORS AND CONDUIT FOR THE SITE LIGHTING AND THE POWER AND COMMUNICATION CONDUCTORS FOR THE SECURITY GATE TO JUST INSIDE OF THE FILENE'S WAREHOUSE AS SHOWN ON THE PLANS HEREON. THE CONTRACTOR WILL BE RESPONSIBLE TO COORDINATE WITH THE OWNER REPRESENTATIVE TO DETERMINE THE AVAILABLE POWER FOR THE SITE LIGHTING. 2. ALL CONDUCTOR SIZES WILL BE DETERMINED BASED ON AVAILABLE POWER. ALL CONDUCTORS ARE TO BE COPPER. XHHW OR THWN INSULATION WITH 2" PVC CONDUITS. LIGHTING LAYOUT PREPARED BY: Cooper Lighting CFC Applications Engineering 1121 Highway 74 South Peachtree City, Georgia 30269 770— 486— 4587 770-486-4599 fax e—mail: applications@cooperlighting.com APPLICANT: THE MAY DEPARTMENT STORES CO. 611 OLIVE STREET SUITE 1300 ST. LOUIS, MD 63101 1-314-342-4483 CONTACT: MICHAEL BOHM THE MAY DEPARTMENT S'1'01hN CUMFAN Y LIGHTING PLAN NUTMEG ROAD & GOVERNOR'S HIGHWAY SOUTH WINDSOR CONNECTICUT PROJ. No.: 1989 359.350 DATE: 04-14-04 C.1.4 e— r m H U THE CONTRACTOR SHALL CONSULT WITH THIZ ENGINEER. PRIOS._._IO_ INSTALLATION TO INSURE `-' SIGHTLINE FOR DRIVEWAY. NUTMEG MEG R('_ D CD. # BOTANICAL NAME DECIDUOUS TREES A 5 FRAXINUS P. SUMMIT B 5 PLATANUS A. BLOODGOOD C 3 ZELKOVA S. VILLAGE GREEN EVERGREEN TREES D 22 PICEA ABIES E 23 PINUS STROBUS CiZorutu�t ilL olk uy" SUMMIT GREEN ASH BLOODGOOD LONDON VILLAGE GREEN ZE NORWAY SPRUCE WHITE PINE SIZE 3-3 1/2" CAL. LANE 3-3 1/2" CAL. OVA 3-3 1/2" CAL. 5-6' HT. 5-6' HT. CD. # BOTANICAL SHRUBS F 15 G 35 H 15 I 15 J 5 K 15 L 15 INAME COMMON NAME SIZE CLETHRA AlNIFOLIA SUMMERSWEET CLETHRA 2-3' HT. CORNUS S. BAILEYI REDTWIG DOGWOOD 2-3' HT. HAMAMELIS VERNALIS VERNAL WITCHHAZEL 2-3' HT. ILEX VERT CILLATA WINTERBERRY 2-3' HT. TAXODIUM DISTICHUM BALD CYPRESS 6-8' HT. VACCINIUM CORYMBOSUM HIGHBUSH BLUEBERRY 2-3' HT. VIBURNUM TRILOBUM HIGHBUSH CRANBERRY 2-3' HT. t ! (ff t SPREAD DETENTION AREA WITH 12" THICK LAYER OF TOPSOIL WITH A 30% ORGANIC MATTER CONTECT MINIMUM 6j DETENTION BASIN SHALL BE SEEDED WITH WETLAND TYPE SEED MIX AS SUPPLIED BY BLACKLEDGE RIVER NURSERYf ff f r NOTES 1. ALL DISTURBED AREAS NOT COVERED NTH BITUMINOUS CONCRETE, EXCLUDING THE LIMITS OF THE RESTORED DETENTION BASIN WILL BE COVERED WITH 4" MINIMUM DEPTH OF TOPSOIL, FINE GRADED, RAKED AND PREPARED TO RECEIVE GRASS SEED. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE UNTIL THE OWNER ACCEPTS THE PROJECT. f�l APPLICANT: THE MAY DEPARTMENT STORES CO. 611 OLIVE STREET SUITE 1300 ST. LOUIS, MD 63101 1-314-342-4483 CONTACT: MICHAEL BOHM PROJ. MANAGER: SEAL SEAL SCALE: O FUSS & O NEILL INC. Consulting Engineers ' 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.com THE MAY DEPARTMENT STORES COMPANY LANDSCAPING PLAN NUTMEG ROAD & GOVERNOR'S HIGHWAY SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: 1" = 40' REVIEWED BY: DATE VERT.: 4. 06/03/04 ADDITIONAL UNDERSTORY PLANTINGS BAK DATUM: 3. 6/2/04 ADDENDUM #3 KES HORZ.: 2. 05/20/04 ADDITIONAL HABITAT PLANTINGS IN DETENTION AREA BAK VERT.: 1. 05/12/04 REVISED TREES & ADDED PLANTING AT BASIN BAK 40 20 0 40 GRAPHIC SCALE No. DATE DESCRIPTION BY REVISIONS PROJ. No.: 1989 359.S50 DATE: 05/04/04 r m U in U b n r, ) N, If SEDIMENT CONTR AT CATCH BASIN I_..-.. li I( iJ I1 i{ ## SILT FENCE (TYPICAL)! SEDIMENT CONTROL AT CATCH BASIN- .3 95. i 95.0 _• I 4ar OPERATION AND MAINTENANCE. NARRATIVE `-� y- - r _ T ^ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� 93.0 II } 1. UPON THE COMPLETION OF CONSTRUCTION ACTIVITIES AND THE STABILIZATION OF THE SITE, THE OWNER �_ __� -,. 9% 0 �.r' #; x 98.5 \ ,- 96.p I Gj I� ` 11 WILL BE RESPONSIBLE FOR THE BIANNUAL INSPECTION AND MAINTENANCE OF ALL STORM WATER I %r\ \ # /�// / j I 1 ` x 92.15 ` INFRASTRUCTURE INCLUDING THE DETENTION BASIN. 11 x 97.8 ,� % I , ! 197.3 x ti 2. UPON THE COMPLETION OF THE CONSTRUCTION ACTIVITIES, THE OWNER WILL BE RESPONSIBLE FOR �` �� `� ` I I� �`+` �- I I f x 92.0 I I IMPLEMENTING THREE YEARS, MANAGEMENT PLAN FOR THE REMOVAL OF INVASIVE SPECIES IN THE DETENTION BASIN FOR \ 1 �" "�-�^- t � - \ \ I ( I f `.�, EROSION & SEDIMENT CONTROL NARRATIVE =4 =` `�� ' --' ) I J) ! �}� �t 1.1 THE FOLLOWING SEDIMENT & EROSION CONTROL NOTES APPLY TO THE CONSTRUCTION OF THE TRAILER x I93,0 �� xl 93.0 I STORAGE YARD FOR THE MAY DEPARTMENT STORES COMPANY IN THE TOWN OF SOUTH WINDSOR \X - \ �__ _ '� r ' -/ ! \ �' ( -- - �- _ i-\�-=�- --� f ! (+ ( I I 1 , CONNECTICUT. EROSION CONTROL MEASURES ARE TO BE INSTALLED AS NOTED IN THE CONSTRUCTION 1 '\"` I ! SEQUENCE BELOW, II 11 1.2 THE TOTAL PROJECT AREA IS APPROXIMATELY 37.53 ACRES, DISTURBANCE TO THE DETENTION BASIN WILL BE 1.24 ACRES. DISTURBANCE TO THE UPLAND AREA FROM THE DETENTION BASIN WILL 0.0 ACRES. X 96, 4T ! `• I I x f 93.0 , 1 I ! 98.0 1.3 THERE WILL BE NO PHASING OF THIS PROJECT. 1.4 CONSTRUCTION OF THE ISET COMPLEX IS SCHEDULED TO BEGIN IN THE EARLY SUMMER OF 2004. COMPLETION OF THE PROJECT IS SCHEDULED FOR FALL OF 2004. f, INS f _ 1,5.1 ALL MEASURES WILL BE - __ __ _ �___ �' I E' (x 93.a WITH __ STANDARDSEROSION AND SPECIFDICATIDONSNOF OTHE"OCONNECTICUT GUIDELNESOFOR OILDEROSIONORDANCE AND SEDIMENT x 92.05 I f''� ! I r`" /tCONTROL-, 2002 OR LATEST EDITION AND TOWN OF SOUTH WINDSOR REGULATIONS, EROSION CONTROLS ARE TO COMPLY WITH THE PLANS AND PROJECT SPECIFICATIONS. ALL EROSION CONTROL MEASURES ARE TO BE III_• � � \ 4 I + � -..1 � � ..- ,�, � i � �!� � �. I - �' Ix 193.0 _ f / / / MAINTAINED AND UPGRADED BY THE CONTRACTOR AS REQUIRED TO ACHIEVE PROPER SEDIMENT CONTROL - �' _, I \, J ,�` DURING CONSTRUCTION. TODD PENNEY, PROJECT MANAGER FOR FUSS & ONEILL CONSULTING ENGINEERS, I:I If I '� -__ �' ! SF # I. �' } INC. (860) 646-246% SHALL BE CONTACTED FOR EROSION CONTROL INQUIRIES. 99.0" `" I.1 \ 17\ T �_-�J ADDITIONAL CONTROL MEASURES WILL BE INSTALLED DURING THE CONSTRUCTION PERIOD IF DEEMED I x 99.2 _�� ~v �T NECESSARY BY THE OWNER OR AGENTS OF THE TOWN OF SOUTH WINDSOR IN ACCORDANCE WITH THE 0,0 OCTOBER 1, 1993 STATE OF CONNECTICUT GENERAL PERMIT FOR STORMWATER AND DEWATERING WASTE 2 - x 99.2 ('`. I l o-� I WATER FROM CONNECTICUT ACTIVITIES (CGS 22A-4306) AT NO ADDITIONAL COST TO OWNER. �" ".. 1.5.2 THE CONSTRUCTION SEQUENCE IS NOTED BELOW ON THIS PLAN SHEET. 1.6 NO FEDERAL PERMITS ARE REQUIRED FOR THIS PROJECT. PLANNING & ZONING AND INLAND WETLANDS APPROVALS ARE REQUIRED FROM THE TOWN OF SOUTH WINDSOR, "VV { _7/L 01/ `dj J II l !� # tJ , 1.7 THE PROJECT SPECIFICATIONS SHALL ALSO BE CONSIDERED PART OF THE E&S PLAN. � I I I I � r�/ � I (�' � �, �`�. __,.. •"', -` I I ../ !� .....� i i.,, / .,.,.. '•"" 5/9 N✓ 7 AV {g%✓0A, 9 8.0 � ;,•. #I � cjl � ij �! j »> I _,„7--_ � i � , ttt i _• 11 `�•..., �.. \ `\� �.��``�`.�`-�„` �`�-���, �� "w. `�.,.. f { 100,p' I \ 4 _ I EXISTING BUILDING` E ! # CONSTRUCTION SEQUENCE Ij CONSTRUCTION ENTRANCE 345 NUTMEG ROAD 1 1. INSTALL CONSTRUCTION SAFETY FENCE AND SILT FENCE. INSTALL EROSION CONTROL MEASURES AT 7 - ( X 5f 71 N { { EXISTING INLETS. ! I # (SEE DETAIL) AD / r .. j --� _ \ i x I ri �, 7 { 2. CLEAR AND GRUB PROJECT AREA. ABANDON UTILITY SERVICES TO BUILDING. DEMO BUILDING. LOW P 1NTa 4ILT FENCE' BARRIER I J r I - -'`�� ri i / • # /� 2' ,1( TYP. . ° 3. RECLAIM BITUMINOUS CONCRETE AREAS. v, r 4. REMOVE EXCESS MATERIAL FROM DETENTION BASIN, FINAL GRADE BOTTOM AND SIDE SLOPES. \ f j INSTALL LANDSCAPING AND STABILIZE SLOPES AS SHOWN. c 4 / 1 I c' } GI ! I 5. INSTALL PROPOSED FILL AT THE DETENTION BASIN AS SHOWN. 6. INSTALL STORM DRAINAGE PROPOSED FOR TRAILER STORAGE YARD. PAVE LOADING AREA. 7. ROUGH GRADE TRAILER STORAGE YARD. _ v - --- - -- --- - -- ---- -- -- - = sw. +F ==== == = =- f"- _ �►- . r $. INSTALL PERMENANT PERIMETER FENCE AND SECURITY FACILITIES. . I , 3 r y� A A Ail A-k l I9 __1 ��'e :7-- F}til-- Y 9. FINE GRADE TRAILER STORAGE YARD AND PAVE. • ^�-,. _ ! t 10. INSTALL LANDSCAPING AND RESTORE ALL LAWN AREAS. �" - -- •-- == -- •-- 11. ALL DISTURBED AREAS SHALL BE PAVED, SODDED, OR LANDSCAPED AS SOON AS FINAL FINISHED -- --- -- GRADES ARE ATTAINED. SODDING SHALL BE IMPLEMENTED WITHIN 7 DAYS OF REACHING FINAL GRADES. WHERE CONSTRUCTION ACTIVITIES HAVE PERMANENTLY CEASED OR HAVE BEEN TEMPORARILY SUSPENDED FOR MORE THAN 7 DAYS OR WHEN FINAL GRADES ARE REACHED, STABILIZATION PRACTICES SHALL BE NU TMEG F0�1 D �� IMPLEMENTED WITHIN 7 DAYS, AREAS THAT REMAIN DISTURBED BUT INACTIVE FOR AT LEAST 30 DAYS j SHALL RECEIVE TEMPORARY SEEDING AT A RATE OF 5 LBS, PER 1000 S.F. USING THE 2002 CTDEP E&S ' SEDIMENT CONTROL AT CATCH BASIN i GUIDELINES SEED MIXTURE IN ALL CASES, STABILIZATION MEASURES SHALL BE IMPLEMENTED AS SOON AS SEDIMENT CONTROL AT CATCH BASIN # POSSIBLE. ,y ({ 10. AFTER SITE IS FULLY STABILIZED, REMOVE EROSION CONTROL MEASURES. APPLICANT: THE MAY DEPARTMENT STORES CO. 611 OLIVE STREET SUITE 1300 ST. LOUIS, MD 63101 1-314-342-4483 CONTACT: MICHAEL BOHM PROJ. MANAGER: SEAL SEAL SCALE: � FUSS & O, NEILL INC. Consulting Engineers � 146 HARTFORD ROAD, MANCHESTER, CONNECTICUT 06040 860.646.2469 www.FandO.Com THE MAY DEPARTMENT STORES COMPANY EROSION CONTROL PLAN NUTMEG ROAD & GOVERNOR'S HIGHWAY SOUTH WINDSOR CONNECTICUT CHIEF DESIGNER: HORZ.: 1" = 40' REVIEWED BY: DATE VERT.: DATUM: HORZ.: 2. 6/2/04 ADDENDUM #3 KES VERT.: 1. 05/17/04 TOWN STAFF COMMENTS TMP 40 20 0 40 GRAPHIC SCALE No. DATE DESCRIPTION BY REVISIONS PROD. No.: 1989 359.S50 DATE: 04-14-04 C.1.6 m H U W > SEDIMENT CONTROL NOT TO SCALE 1. No. DATE DESCRIPTION REVISIONS ATCH BASIN BY TING GRADE GUTTER PROJ. MANAGER: CHIEF DESIGNER: REVIEWED BY: DATE STAKE (TYP) SILT FENCE FLOW SILT FENCE lG�e:if'1\l iC:�\1R RS:MLi..1.3 Gv �N! AG 1!LI"mI\Nil:Re. All 3 0 J LL PLAN FLOW FILTER FABRIC WRAPPED AROUND GRATE EXISTING �- GRADE CATCH BASIN SECTION -100' 50' LENGTH --w--ACCESS—m- STONE: CT DOT NO.3 SPEC. M.01.01 SUBGRADE ACCESS ROAD TO WORK AREA 25' MIN. ROADWAY (12M 6" MIN. SECTION PLAN LOW POINT SILT FENCE BARRIER )�N ONSTRUCTION ENTRANCE NOT TO SCALE TTO SCALE BALED HAY OR STRAW BALES BUTTED TOGETHER WEDGE LOOSE STRAW BETWEEN BALES TO CREATE A CONTINUOUS BARRIER FLOW —► 2"X2"X3' STAKES OR REBAR (2 STAKES PER BALE) EXISTING GRADE OR PAVEMENT (DO NOT STAKE IN PAVEMENT) SEAL BURY TO A DEPTH OF 4" CATCH BASIN LOW POINT HAY BAL NOT TO SCALE SEAL 0 -1 u- 0 J Li PLAN SECTION ARRIER FLOW so FILTER FABRIC OVER GRATE BINDING WIRE OR TWINE ON HORIZONTAL F� 2"X2"X3' STAKES OR REBAR BIr OR H 4" T TOE OF SLOP NOT TO SCALE SCALE: DATUM: HORZ.: NTS VERT.: NTS PAVED ROAD GEOTEXTILE FABRIC PAVED ROAD HAY BALE BARRI E HORZ.: VERT.: 0 GRAPHIC SCALE 2'-6" MA 12" EROSION & SEDIMENT CONTROL NOTES 1. CONSTRUCTION STANDARDS - CONSTRUCT ALL EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE MOST RECENT EDITION OF THE *CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" (CT DEP BULLETIN 34). ALL MEASURES SHALL BE MAINTAINED AND UPGRADED TO ACHIEVE PROPER SEDIMENT CONTROL DURING CONSTRUCTION. 2. PLAN IMPLEMENTATION - IMPLEMENT THIS EROSION AND SEDIMENT CONTROL PLAN. THIS IMPLEMENTATION INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES UNTIL PERMANENT STABILIZATION IS ACHIEVED, INFORMING ALL SUBCONTRACTORS OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, AND NOTIFYING THE PROPER MUNICIPAL AGENCY OF ANY TRANSFER OF THIS RESPONSIBILITY. THE OWNER SHALL BE RESPONSIBLE FOR CONVEYING A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN TO THE NEW OWNER IF THE TITLE OF THE LAND IS TRANSFERRED PRIOR TO ACHIEVING PERMANENT STABILIZATION. 3. INSTALLATION SCHEDULE - INSTALL THE CONSTRUCTION ENTRANCE BEFORE CONSTRUCTION TRAFFIC INTO AND OUT OF THE PROJECT AREA BEGINS. INSTALL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO STUMP REMOVAL AND CONSTRUCTION. INSTALL ADDITIONAL CONTROL MEASURES DURING THE CONSTRUCTION PERIOD, IF DEEMED NECESSARY BY THE OWNER, HIS AGENTS OR AGENTS OF THE MUNICIPALITY. 4.FUGITIVEDUST - CONTROL FUGITIVE DUST USING WATER SPRAYS OR CALCIUM CHLORIDE ON SOIL SURFACES, SWEEPING PAVED AREAS, TEMPORARY WINDBREAKS OR NON -ASPHALTIC SOIL TACKIFIERS. 5. HAY BALE LIFE SPAN - INSTALL HAY BALES WHERE PROTECTION AND EFFECTIVENESS IS REQUIRED FOR LESS THAN 90 DAYS. OTHERWISE, INSTALL SILT FENCE. S. CATCH BASINS - PROTECT CATCH BASINS WITH PROPER CONTROLS THROUGHOUT THE CONSTRUCTION PERIOD UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. 7. STOCKPILES - ENCIRCLE STOCKPILES OF ERODIBLE SOIL WITH A HAY BALE OR SILT FENCE BARRIER. THE SIDE SLOPES OF ERODIBLE STOCKPILED MATERIAL SHALL BE NO STEEPER THAN 2: 1. STOCKPILES THAT ARE NOT TO BE USED WITHIN 30 DAYS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER THEY ARE FORMED. S. TOE OF SLOPE - ESTABLISH AN EROSION CONTROL BARRIER (SILT FENCE OR HAY BALE BARRIER) APPROXIMATELY 5 TO 10 FEET FROM THE PROPOSED TOE OF THE CUT OR FILL AREA PRIOR TO BEGINNING EARTHWORK. 8. SEDIMENT REMOVAL - SEDIMENT REACHING 34 THE HEIGHT OF THE EROSION CONTROL BARRIER SHALL BE REMOVED. REMOVE AND DISPOSE OF SEDIMENT IN A MANNER CONSISTENT WITH THE INTENT OF THE PLAN. 10. SOIL STABILIZATION SCHEDULE - APPLY PERMANENT SOIL STABILIZATION MEASURES TO ALL GRADED AREAS WITHIN 7 DAYS OF ESTABLISHING FINAL GRADE. APPLY TEMPORARY SOIL STABILIZATION MEASURES IF FINAL GRADING IS TO BE DELAYED MORE THAT 30 DAYS. 11. TEMPORARY SEEDING - TEMPORARILY SEED ERODIBLE SOILS THAT WILL BE EXPOSED GREATER THAN 1 BUT LESS THAN 12 MONTHS WITHIN THE FIRST 7 DAYS OF SUSPENDING GRADING OPERATIONS. APPLY LIME AT A RATE OF 90 LBS/1000 SQ. FT. APPLY 10-10-10 FERTILIZER AT A RATE OF 7 % LBS/1000 SQ. FT. APPLY PERENNIAL RYE GRASS AT A RATE OF 2 LBS/1000 SQ. FT. TO A DEPTH OF 34 INCH. OPTIMUM SEEDING DATES ARE MARCH 15 TO JULY 1 AND AUGUST 1 TO OCTOBER 15. MULCH FOR SEED APPLIED WITHIN THE OPTIMUM SEEDING DATES SHALL BE APPLIED EVENLY SUCH THAT IT PROVIDES 80%-95% SOIL COVERAGE, MULCH FOR SEED APPLIED OUTSIDE OF THE OPTIMUM SEEDING DATES SHALL BE APPLIED EVENLY SUCH THAT IT PROVIDES 95%-100% COVERAGE, 12. PERMANENT SEEDING - SEED PERMANENT LAWN AREAS IN ACCORDANCE WITH THE SPECIFICATIONS. 13ANSPECTION - THE OWNER SHALL SECURE THE SERVICES OF A SOIL SCIENTIST OR PROFESSIONAL ENGINEER TO VERIFY IN THE FIELD THAT THE CONTROLS REQUIRED BY THIS PLAN ARE PROPERLY INSTALLED AND MAINTAINED. THESE INSPECTIONS SHALL BE NOT LESS FREQUENTLY THAN WEEKLY AND WITHIN 24 HOURS OF THE END OF A STORM HAVING A RAINFALL AMOUNT OF h INCH OR GREATER. FOLLOWING THESE INSPECTIONS, A WRITTEN REPORT SHALL BE PREPARED, INFORMING THE OWNER OR HIS AGENT NOT LESS FREQUENTLY THAN WEEKLY AND THE MUNICIPALITY NOT LESS FREQUENTLY THAN MONTHLY OF OBSERVATIONS, MAINTENANCE, AND CORRECTIVE ACTIVITIES UNDERTAKEN. SILT FEN NOT TO SCALE ra F'U►SS & OINE'ILL INC. Consulting Engineers O 146 HARTF❑RD ROAD, MANCHESTER, C❑NNECTICUT 06040 860.646.2469 www.FandO.com V-10' CE THE MAY DEPARTMENT STORES COMPANY EROSION CONTROL DETAILS NUTMEG ROAD & GOVERNOR'S HIGHWAY SOUTH WINDSOR CONNECTACUT PROJ. No.: 01989 359.S501 DATE: 04-14-04 C.5.1 CM a� cr x LL 0 d 0 77 d• 2 8 O N CO N Lo } I- 06 Ir O m U w > in U NEENAH TRAP HOOD MODEL # R3701-12 WITH HOOKS NOTE: TRAP HOODS SHALL BE INSTALLED IN ALL PROPOSED CATCH BASINS AND ALL CATCH BASINS TO REMAIN LOCATED IN THE STORAGE YARD AREA. 2'- TRAP HOOD DETAIL NOT TO SCALE ACKFILL WITH APPROVED MATERIAL. RAVEL FILL TO BE PLACED ONLY ORDERED BY ENGINEER. 2" PVC CONDUIT BELOW GRADE WITH R.G.S. SWEEP ELBOW AND R.G.S. ABOVE GRADE SEE LIGHTING PLAN FOR NUMBERS 3EDDING MEETING D.O.T. M.04.01 FOR FINE AGGREGATE ELECTRICAL CONDUIT TRENCH NOT TO SCALE _L OF BASIN ITLET PIPE SECTION B-B CAST IRON FRAME NOTES: 1. THE LOWER SURFACE OF THE COVER AND THE CORRESPONDING UPPER SURFACE OF THE FRAME SHALL BE MACHINE FINISHED TO PROVIDE A SMOOTH FLAT CONTACT OR FIT, WITHOUT ANY TENDENCY FOR THE COVER TO ROCK OR RATTLE. 2. SANITARY SEWER MANHOLES SHALL BE EQUIPPED WITH VENT HOLE IN CENTER. ,oC ° ° ° o STORM LTEHOLE RNA7E O \�� ° 00 ❑ O� ❑ o ❑❑ ❑❑ 0 ❑ o Qoo 0 00� ° oo❑oo SECTION A -A CAST IRON COVER NOT TO SCALE TOM OF SOUTH WINDsoR CAST IRON MANHOLE 'M01ED STANDARD DETAIL FRAME AND COVER 11111E, ,997 REVLSFD: PUBLIC WOM DIRECTOR W39 i `1P OF TWIN 15 L `. — 48" RCP `. PROPOSED STEEL PLATE W/ 12" DIAMETER f. OPENING. MATCH INVERT TO 15" RCP. SECURE WITH ANCHOR BOLTS GROUTED INTO TWIN 15" RCP HEADWALL J, 00, N-11 1 ` TWIN 15 RCP GROUTED ANCHOR BOLTS � r i r t. DETENTION BASIN OUTLET NOT TO SCALE 'Y EXISTING TOP OF OUTLET STRUCTURE HEADWAL VI-19 STONKDWO PimPa:Es aux PAVEMFM > LL + Ir VARIOIO TAPE - MIA UP WAX, T'.4' MOVE rim JEM VARDx T E N� (Op mxERmssEUAP�NEm NO STOW LARCiIt TWIN 7 ur �. 0m DEDnd PLACED AND COrACTO TM 6' LAYERs NO STONE LAROER TWIN I-MV. © OiALL MEECT�AMT. WAD 000000000000000 IEDOINIi ON SIiTADLE NATIVE MATERIAL OR ,/4• CRIJSiED STOW DEDd118 lMTERIAt. >r ROlC EIOCAVATIQI Ot Ill L•ilIDTADLt TERTAt AS LOmCI'EY DY TIW O160WiR. NATQGAL SHALL MEfT DOT. NAES I = 2/4' STOW, &#A3WLL T I SPRIALM O' PIK WITH 2/4' STOW VHEN USD10 POLYTHYUCK OR CPP PPE NOT TO SCALE TOWN OF SOUTH WINDSOR STORM DRAIN 'PPR0%W STANDARD DETAIL TRENCH DETAIL d1NE. t9s7 1�119E/D: Pueuo wows 00maWR PROJ. MANAGER: SEAL SEAL SCALE: HORZ.: NTS CHIEF DESIGNER: VERT.: NTS REVIEWED BY: DATE DATUM: HORZ.: 3. 612/04 ADDENDUM #3 KES VERT.: 2. 5/24/04 OUTLET STRUCTURE TMP 0 GRAPHIC SCALE 1. 05/04/04 SECURITY GATE AND CONDUIT TMP No. DATE DESCRIPTION BY REVISIONS BDTREMCHXW a W FRONT ELEVATION NOT TO SCALE 2-#4X4 TOP OF F E CAST CONCRETE UNIT ADJUST FRAME ELEVATION WITH CONC. BLID(I(S OR BRICKS, 6' TO If ALL JOITS TO BE POINTED FLL�Stl do FM PRE CAST CONCRETE OR CONCRETE MASONRY UNITS POURED CONCRETE OR PRE CAST SL.UWP OR SLAB (OR EQUAL) 3500 PSI 6' OF 3/4' MSfIED STONE NOTES: 1. MINIMUM COVER OVER TOP .� . SHALL BE 2'-0 2, WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12' FOR CONCRETE BLOCK UNITS, INSIDE DIMENSIONS REMAIN THE SAME, 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS. 5. ALL BRICKS SHALL BE CONCRETE. CAST ooNa� 1'-6' 1'-6' 7' ADJUST FRAME ELEVA I WM LONG BLOCKS ( �ERI= 6' TO 1Y 3C CM .1/%//� 1 1 ��. FRONT ELEVATION NOT TO SCALE FUSS &. O'NEILL INC. Consulting Engineers O 146 HARTF❑RD ROAD, MANCHESTER, C❑NNECTICUT 06040 860,646.2469 www.FandO.com NOTES: 1. MINIMUM COVER OVER Iur ur rlrr SHALL BE 2'-0', 2. WALL THICKNESS SHALL BE SUFFICIENT TO MEET HS 20 LOADING. 3. WALL THICKNESS FOR STRUCTURES OVER 10' HIGH IS 12" FOR CONCRETE BLOCK UNITS. INSIDE DIMENSIONS REMAIN THE SAME. 4. ALL PIPES SHALL BE CUT FLUSH WITH INSIDE WALLS, 5. ALL BRICKS SHALL BE CONCRETE SIDE ELEVATION SIDE ELEVATION THE MAY DEPARTMENT STORES COMPANY STORM & UTELTY DETAILS NUTMEG ROAD & GOVERNOR'S HIGHWAY SOUTH WINDSOR CONNECTICUT I All /� AAA G+iA f-IIVJ. IVV.. V loV� vv.J. �+v� DATE: 04-14-04 C.5.2 ml U I W RELOCATE SLIDE GATE GATE MOVEMENT I0 d 7' CHAIN LINK FENCE RELOCATED LIGHT POLE AND FIXTURE RELOCATED KEY PAD ON POST 4" PVC 4" PVC GE/ 6.50 2' - HANDHOLE 2 PVC 5' -'� RELOCATED SLIDE GATE CONTROL BOX RELOCATED LIGHT POLE AND LIGHT FIXTURE W/ CAMERAS 2" PVC CUT NO SEAL .JOINT VM TACK COAT M "S' r CCONPACTEOD CLASS 2 DtTIlMM CONCRETE A FACE Cmax = IM= E70STM Zr WSATM N 04 4' TOPSOIL L SEED 30' I — I I I FINISH BIT. CONC.el — __ BIT. CONC. BINDER OAD BASE NOTES. The Contractor shall coordinate with the owners security contractor prior to the start of construction to verify the layout, removal and relocation details of the existing gate to be relocated. RELOCATED SECURITY GATE AREA NOT TO SCALE A' T Ij a_ •r calrAcrfm neoc9ssm RAPIIOCK KOM — - 71tE1iCFt �• VMTM V� TYrffiAL NOTES TR1MM �' = L ALL SAW CUT AND SEALED JOINTS TO RE EITHER PARALLEL WITH, OR PERPEN- DICULAR TO, THE CENTERLINE OF THE PIPE. 2 ALL MATERIALS ARE TO MEET FORM 814A, AS AMENDED NOT TO SCALE TOWN OF SOUTH WINDSOR TEMPORARY PAVEMENT APNCO"0 STANDARD DETAIL PATCHING DETAIL JUNE. 1997 REVISEX PUBLIC WORKS DIRECTOR VI-33 TUMrPAICHAWC 1 1 /2" CLASS 1 (HEAVY DUTY 2 " CLASS 1) 1 1 /2 " CLASS 1 (HEAVY DUTY 2" CLASS 4) 8" PROCESSED AGGREGATE BASE (HEAVY DUTY 12" PROCESSED AGGREGATE BASE) TYPE 'K2" BIT. CURB NOTESi 1. TACK COAT TO BE APPLIED PRIOR TO CURB PLACEMENT AS REQUIRED BY TOWN. COATING TO BE APPLIED PER M 04.01.1d4. FORM 814 A TOWN OF SOUTH WINDSOR STANDARD DETAIL A NE, 1997 BITUMINOUS CONCRETE LIP CURB SECTION REVISED: � /, 0=1 �N VI-3 NOT TO SCALE APPROVED PUBLIC WORKS DIRECTOR CUT AND SEAL jaw VM TACK COAT N 04A • Olt I Ur (COWIICTEDD CLASS I! 31T1RI OM = CAM SUIMACE CMNSE G R 1AM V1127M 3F WMTER) N 04 ,.: ¢�.::':A •::�; . .e: ; •,':o';: •'° � • : "�' „4�'.'i'`'7'I`r;'.� "•.,!:I", � 6 (COPACTM rRocEssE>t OltAva. SLMSE OVER COWACTED SUIT mu .. .. • � .' '.•vn}..., ....ti".J" rr. t cTtlfw,tt )JACK t'1LLi tiAE- GRASE, t •'D,• •b • •0• O� •:0' :rJ•• •.�I , 7.. �.v.•1� .iJ.Y�:•Y ' �'�. i•:.' an MtOLEiiEp TRAMWCIO ;b: '::f?•':; .5::': p;: d:::':0;:.:6:::'.o•;:.:a NOTES �11Y 1Y� 1. ALL SAW CUT AND SEALED JOINTS TO ND1. TINUM BE EITHER PARALLEL WITH, OR PERPEN- SUBGRADE %OEM DICULAR TO, THE CENTERLINE 11F VANM THE PIPE, in TYPICAL 2. ALL MATERIALS ARE TO MEET TRDCH FORM 814A, AS AMENDED SECrxm ES CTION PAVEMEN NOT TO SCALE SECTION CURB.DWO NOT TO SCALE TOWN OF SOUTH WINDSOR PERMANENT PAVEMENT APPRO1FD STANDARD DETAIL PATCHING DETAIL JUNE, 1997 REIASED: PLISUC WORKS DIRECTOR VI-34 PERNPATCROWO PROJ. MANAGER: SEAL SEAL SCALE: r[IU30 FU►SS &' 0NEILL INC. Consulting EngineersVERT.: '146 HARTF❑RD ROAD, MANCHESTER, C❑NNECTICUT 06040 860,646,2469 www.FandO.com THE MAY DEPARTMENT STORES COMPANY UTILTY DETAILS NUTMEG ROAD & GOVERNOR'S HIGHWAY SOUTH WINDSOR CONNECTICUT HORZ.: NTS CHIEF DESIGNER: VERT.: NTS REVIEWED BY: DATE DATUM: FNo.DATE HORZ:. 0 GRAPHIC SCALE DESCRIPTION BY REVISIONS PROJ. No.: 01989 359.S50 DATE: 04-14-04 C.5.3 0 ai t1s X. LL 0 L]. co 4 O T" N L Q U to 0 Z g 3 w 1. No. DATE DESCRIPTION REVISIONS PROJ. MANAGER: CHIEF DESIGNER: REVIEWED BY: DATE SEAL OPTIONAL BARBED HARE SECURITY TOP CHAIN LINK FENC NOT TO SCALE O1 5/8" O.D. TOP RAIL ATTACH TO THE C.L. FABRIC WITH 9 GAUGE WIRE CLIP EVERY 24" D1 5/8" O.D. BRACE RAIL FENCES OVER 6 FEET FEET HIGH AND ALL FENCES WITHOUT TOP RAIL O5/16" TRUSS ROD AND TURNBUCKLE OINTERMEDIATE POST FENCE HEIGHT SQUARE POST ROUND POST 6 FEET AND LESS 1 7/8N 2" OVER 6 FEET 2 1/4 2 1/2" ATTACH TO C.L. FABRIC WITH CLIPS EVERY 15" OEND OR CORNER POST FENCE HEIGHT SQUARE POST ROUND POST 6 FEET AND LESS 2" 2 1�2" OVER 6 FEET 2 1/2" 3 O6 GAUGE BOTTOM TENSION WIRE ATTACH TO C.L. FABRIC WITH HOG RING AT 24" C.C. Oj TENSION ROD ATTACHED TO END OR CORNER POST O8 2-30" MIN. LENGTH DRIVE ANCHORS DRIVEN THROUGH FITTINGS AT 90' TO FENCE LINE INTO EARTH AT 45, (TO BE USED IN PLACE OF CONCRETE FOOTING. SEE FOOTING DESIGN NOTE.) OCONCRETE FOOTING 36" DEEP WITH 12" DIA. AT END POST AND 10" DIA. AT INTERMEDIATE POST. HOLE CORE IN UNDISTURBED OR COMPACTED SOIL. (SEE FOOTING DESIGN NOTE) TH R i� 10 6 GAUGE TENSION WIRE WHEN TOP RAIL IS NOT G USED. G11 FABRIC SELVAGE UNDER 6 FEET SHALL BE KNUCKLED TOP AND BOTTOM 6 FEET AND OVER SHALL BE KNUCKLED BOTTOM AND TWISTED ON THE TOP RECREATIONAL FENCING, REGARDLESS OF HEIGHT, SHALL BE KNUCKLED TOP AND BOTTOM 011 GAUGE 2" WIRE MESH FABRIC (RESIDENTIAL) 0 9 GAUGE 1 3/4" WIRE MESH FABRIC (RESIDENTIAL) 9 GAUGE 2" WIRE MESH FABRIC (COMMERCIAL) OTHER GAUGE AND MESH SIZES AVAILABLE (VINYL COATED MESH IS OPTIONAL) 13 45' EXTENSION ARMS FOR BARBED WIRE INWARD OR OUTWARD. t4 3-12 1/2" GAUGE BARBED WIRE WITH 14 GAUGE BARBS SPACED 3 O.C. NOTES: 1 FOOTING DESIGN TO CHECKED BY AN ENGINEER FOR WIND LOADS IF SLATS ARE USED OR IF POOR SOIL CONDITIONS EXIST. 2 STRAIGHT RUNS BETWEEN BRACED POSTS SHALL NOT EXCEED 500 FT. 3 FENCE DETAILS ARE INTENDED AS A GUIDE ONLY. ALL FENCE MATERIALS AND CONSTRUCTION METHODS SHALL BE APPROVED BY THE ENGINEER AND FENCE MANUFACTURER. TURNBUCKLES ON ALL GUYS WIRE GUYS, 2 PER TREE. ATTACH ORANGE FLAGGING TO WIRE EVERY 6' IN AREAS WITH PEDESTRIAN TRAFFIC. 2'x3'x8' WOOD STAKES, 2 ❑PP. PER TREE, 3 FOR TREES OVER 8' HT. PAINT DARK BROWN HOSE CHAFING GUARD 4' MULCH - DO NOT PLACE IN CONTACT WITH BARK Q __sQVARE STRAIGHT WEEL POLE u ' PWOV CAA SEE DRAVANC C.1.4, LIGHT FIXTURE SCHEDULE 3' SAUCER RIM - COVER -- MN AT RIGHT. EASE"NfO SFIE WATER. ETE I �{pR — CV Sw— krFORCNG STEEL ED — 'GR" s--INSTALL CONDUIT CpN gq _ OW�F$0ST LINE O POUu CE —E c \ _>� MIN. 3O') WRING 'u OTHER FIT FIIXTURE1 F I� � � LIGHT POLE FOUNDATION NOT TO SCALE ENLARGED CROWN DETAIL 12" O.C. S RTICAL 2-1/2' SECTION A -A FOLD BACK BURLAP DRIVE STAKE INT❑ UNDISTURBED SOIL BACKFILL W/PLANTING SOIL MIXTURE LOOSEN SUBSOIL 6' BELOW BOTTOM OF PLANT PIT FRACTURE LEDGE TO 18' BELOW ROOTBALL AND BACKFILL WITH TOPSOIL EVERGREEN TREE PLANTIM NOT TO SCALE SCALE: DATUM: HORZ.: NTS VERT.: NTS HORZ.: VERT.: 0 GRAPHIC SCALE > 5' H GT. EE PLANTING (> 1 1 NOT TO SCALE QUANTITY VARIES SPACE AS SHOWN I ON LANDSCAPE PLAN FOLD BACK BURLAP FROM TOP OF BALL, SET TOP OF BALL FLUSH WITH FINISHED GRADE FURNISH PLANT MATERIAL HAFING GUARD AT FIRST ING WRAPPING MATERIAL JYS, 3 PER TREE ICKLES ON ALL GUYS ORANGE FLAGGING TO WIRE EVERY IREAS WITH PEDESTRIAN TRAFFIC. CH - D❑ NOT PLACE TACT WITH BARK :AUCER RIM -L W/PLANTING IXTURE EADMEN BELOW GRADE 4CK BURLAP SUBSOIL 6' BELOW BOTTOM OF PIT OR OVER EXCAVATE LEDGE TO OW ROOT BALL & 24' AROUND RuLji DALL BACKFILL TOPSOIL /2" CALIPER 4" MULCH. DO NOT PLACE IN CONTACT WITH BARK PLANTING SOIL MIX LOOSEN SUBSOIL 6" BELOW BOTTOM OF PLANT BED. ROUGHEN SOIL SURFACE TO BIND WITH PLANTING SOIL MIX FOR CONTAINER GROWN SHRUBS, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. INCORPORATE COMMERCIALLY PREPARED MYCORRHIZA SPORES IN THE SOIL IMMEDIATELY AROUND THE ROOT BALL AT RATES SPECIFIED BY THE MANUFACTURER. SHRUB BED NOT TO SCALE FUSS & O'NEILL INC. Consulting Engineers 146 HARTF❑RD ROAD, MANCHESTER, C❑NNECTICUT 06040 860,646.2469 www.FandO.com THE MAY DEPARTMENT STORES COMPANY UTILTY DETAILS NUTMEG ROAD & GOVERNOR'S HIGHWAY SOUTH WINDSOR CONNECTICUT PROJ. No.: 01989 359.S50 DATE: 04/14/04 C.5.4